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approved construction documents. 8. EVIDENCE SUBMITTED NTA, Inc. has examined the following evidence to evaluate this product: 8.1. Strength calculations in accordance with the National Design Specification for Wood Construction, 2005 Edition. 8.2. Strength calculations in accordance with the AISI S100-2007, North American Specification for the The reference design values published in the National Design Specification (NDS) for Wood Construction are derived from full-scale testing of lumber samples performed in the 1980s. This testing program is commonly known as the In-GradeTest Program. Selective annual sample tests of visually graded Southern Pine lumber from 1994 to 2010 revealed an overall decreasing trend in the mechanical 2018 NDS Changes - STD1203 COURSE DESCRIPTION This presentation will provide an overview of the significant changes for wood design per AWC's National Design Specification (NDS) for Wood Construction.The 2018 NDS is referenced in the 2018 International Building Codeand 2018International Residential Codeand used to design wood structures worldwide. and wall applications. The design capacities presented in Table A include the grade and construction factor, C G. Other applicable adjustment factors as specified in Section 9.3 of the 2005 edition of the ANSI/AF&PA NDS-2005, National Design Specifications (NDS) for Wood Construction ASD/LRFD and Section C9.3 of the 2005 Edition of the AF&PA supports, only the wood side pieces rest on the supports. Consequently, bolts at the ends of the beam must transfer the end reaction from the plate to the wood. Flitch P Section Properties l TR (in4)S 3 M(ft-lb) M steel/M V wood (lb) n Wood Steel b = 900 psi ASTM A36 F y = 36 ksi (2)-LVL 1:x92 2x9 15.3 E=1,900,000 psi F b (2)-LVL 1: x11f The load duration factor, C D, shall not exceed 1.6 for connections (see section 10.3.2 of NDS).; The wet service factor, C M, shall not apply to toe-nails loaded in withdrawal (see section 11.5.4.1 of NDS).; Specific information concerning geometry factors C Δ, penetration depth factors C d, end grain factors, C eg, metal side plate factors, C st, diaphragm factors, C di, and toe-nail APA Engineered Wood Construction Guide Excerpt: Roof Construction. Excerpt from the Engineered Wood Construction Guide, Form E30. Includes application of structural panel sheathing for roofs, preframed roof panels, long span systems, soffits and roof diaphragms. Only available as a downloadable pdf file. Revised December 2019. We are a leader in developing engineering data, technology, and standards for wood products and their use in our built environment. Codes & Standards Developed in an ANSI process and referenced in the I-Codes. Standards address wood design in residential and commercial construction, including wind, fire, and seismic provisions. Read More CES5801 Design and Construction in Timber Project #8P Ferguson, Robert Nail Pullout 8d common nail in 5/8" thick OSB Roof: 90 psf upward CD=1.6 Wall: 45 psf outward CD=1.6 For a single sheet of plywood: Choose Bolt Size (Southern Pine): 2005 NDS, Tabl